BIS - LIMS (Laboratory Information Management System)

National Council for Cement and Building Materials

NCB Bhavan, Old Bombay Road, Near Raidarga Police Station, Gachibowli, Hyderabad - 500104., Hyderabad, Ranga Reddy, Telangana, 500104

9650466288 ncbhcrt@rediffmail.com

Scope List

Reset

15 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

OPC

29750 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	9530	These testing charges are for the determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above-mentioned ratio.
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	4040	These testing charges are for the determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
6.1 Table-2 iii.(Insoluble residue)	-	1760	No remarks
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	2280	No remarks
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1760	No remarks
6.1 Table-2 vi(Loss on ignition)	-	880	No remarks
6.1 Table-2 vii(Chloride content)	-	1760	No remarks
6.1 Table-2 viii(Alkali content)	-	1460	No remarks
7 Table-3 i.(Fineness)	-	1460	No remarks
7 Table-3 ii a(Expansion by Le Chatelier)	-	1460	No remarks
7 Table-3 ii b(Expansion by Autoclave)	-	2460	No remarks
7 Table-3 iii a(Setting Time Initial)	-	660	No remarks
7 Table-3 iii b(Setting Time Final)	-	660	No remarks
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	No remarks
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1700	No remarks
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2000	No remarks
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	10700	For 3 days, 7days & 28days
5.1.1 Table 1 Sl. No. iv(Calcium Carbonate)	-	2560.00	-

Complete

14 Aug, 2024

IS 383 (2016)

Coarse and Fine Aggregate for Concrete - Specification (Third Revision)

38940 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	1760	No Remarks
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	1760	No Remarks
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	1760	No Remarks
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	1760	No Remarks
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	1760	No Remarks
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	1760	No Remarks
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	1760	No Remarks
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	1760	No Remarks
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	1760	No Remarks
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	1760	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	1760	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	1760	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	1760	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	1760	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	1760	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	1760	-
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	2280	No Remarks
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	2280	-
5.4.2(a)( Aggregates Impact Value)	-	2280	No Remarks
5.4.2(b)( Aggregates Impact Value)	-	2280	-
5.4.3(a)( Aggregate Abrasion Value)	-	3370	No Remarks
5.4.3(b)( Aggregate Abrasion Value)	-	3370	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	880	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	880	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	4000	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	4470	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	740	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	1610	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	1610	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	1610	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	1610	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	880	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	880	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	4000	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	4470	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	1310	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	1610	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	1610	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	1610	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	1610	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	1610	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	1950	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	1950	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	2340	-

Complete

14 Aug, 2024

IS 16415 (2015)

Composite cement - Specification

25860 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6(Chemical Requirements)	-	11660	No remarks
7(Physical Requirement)	-	14200	No remarks
6 -Table - 2 i(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1760	no
6 -Table - 2 ii(Magnesia - Cl 4.8 of IS 4032:1985)	-	2280	no
6 -Table - 2 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1760	no
6 -Table - 2 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	1760	no
6 -Table - 2 v(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	880	no
6 -Table - 2 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	1760	no
7 and Table 3 i(Fineness IS 4031(Part 2))	-	1460	no
7 and Table 3 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	1460	no
7 and Table 3 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	2640	no
7 and Table 3 iii a(Setting Time ( by Vicat Apparatus), Initial IS 4031(Part 5))	-	660	no
7 and Table 3 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	660	no
7 and Table 3 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	1500	no
7 and Table 3 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	1700	no
7 and Table 3 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	2000	no
7 and Table 3 v(Drying shrinkage IS 4031(Part 10))	-	2120	no
7 and Table 3 vi(Transverse strength (optional) IS 4031(Part 8) )	-	10700	For 3, 7 & 28 days

Complete

14 Aug, 2024

IS 456 (2000)

Plain and reinforced concrete - Code of practice (Fourth Revision)

6820 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 5.4 .2(pH)	-	1320	-
Cl 5.4 (a)(Acidity)	-	220	-
Cl 5.4 (b)(Alkalinity)	-	220	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	660	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	660	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	1320	-
Cl 5.4 Table 1 (iv)(Chloride)	-	1760	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	660	-

Complete

14 Aug, 2024

IS 3812 : Part 2 (2013)

Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete

24925 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1, 6.1, Table 1(Silicon dioxide (SiO2 ) plus aluminium oxide (Al2O3 ) plus iron oxide (Fe2O3 ))	-	5650	No remarks
5.1, 6.1, Table 1(Silicon dioxide (SiO2 ))	-	1610	No remarks
5.1, 6.1, Table 1(Magnesium oxide (MgO)	-	2280	No remarks
5.1, 6.1, Table 1(Total sulphur as sulphur trioxide (SO3)	-	1760	No remarks
5.1, 6.1, Table 1(Available alkalies as equivalent sodium oxide (Na2O))	-	1460	No remarks
5.1, 6.1, Table 1(Total chlorides)	-	1760	No remarks
5.1, 6.1, Table 1(Loss on ignition)	-	880	No remarks
6.2(moisture content)	-	880	No remarks
7.1, Table 1(Fineness — Specific surface in m2 /kg)	-	1460	No remarks
7.1, Table 1(Particles retained on 45 micron IS sieve (wet sieving))	-	2120	No remarks
7.1, Table 1(Soundnes)	-	4100	No remarks

Complete

14 Aug, 2024

IS 12089 (1987)

Specification for granulated slag for the manufacture portland slag cement

21180 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(Physical State)	-	1760	No remarks
3.4.1(glass content )	-	5640	no
3.2(composition of granulated slag, Manganese Oxide)	-	1460	no
3.2(composition of granulated slag, Magnesium Oxide)	-	2280	no
3.2(composition of granulated slag, Sulphide Sulphur)	-	1760	no
3.3(percentages of major oxides)	-	8920	no
3.4(insoluble residue of dried samples)	-	1760	no

Complete

14 Aug, 2024

IS 8042 (2015)

White portland cement - Specification (Third Revision)

30050 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	9530	These testing charges are for determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above mentioned ratio.
5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985)	-	1760	No Remarks
5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1760	No Remarks
5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	2280	No Remarks
5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1760	No Remarks
5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	880	No Remarks
5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	1760	No Remarks
6 -Table 2- i(Fineness 4031 Part 2)	-	1460	No Remarks
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1460	No Remarks
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	2640	No Remarks
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	660	No Remarks
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	660	No Remarks
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	No Remarks
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1700	No Remarks
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2000	No Remarks
6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	10700	For 3, 7 & 28 days
6 -Table 2- vi(Degree of whiteness-Annex B)	-	1760	No Remarks

Complete

14 Aug, 2024

IS 12330 (1988)

Specificatioon for sulphate resisting Portland cement

29750 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	9530	-
4.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1760	No remarks
4.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985)	-	2280	No remarks
4.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1760	No remarks
4.1 - Table - 1 v(Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985)	-	4040	No remarks
4.1 - Table - 1 vi(Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985)	-	4040	No remarks
4.1 - Table - 1 vii(Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	880	No remarks
5.1(Fineness 4031 Part 2)	-	1460	No remarks
5.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1460	No remarks
5.2.1(Expansion by Autoclave- 4031 Part 3)	-	2640	No remarks
5.3 a)(Setting Time Initial- 4031 Part 5)	-	660	No remarks
5.3 b)(Setting Time Final- 4031 Part 5)	-	660	No remarks
5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	No remarks
5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1700	No remarks
5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2000	No remarks
5.6(Transverse Strength - IS 4031 Part 8 (Optional))	-	10700	For 3, 7 & 28 days Strength

Complete

14 Aug, 2024

IS 8041 (1990)

Rapid hardening portland cement - Specific4tion (Second Revision)

29750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	9530	These testing charges are for determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above mentioned ratio.
5.1 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	4040	These testing charges are for determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
5.1 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1760	No remarks
5.1 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	2280	No remarks
5.1 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1760	No remarks
5.1 - Table - 1 vi(Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	880	No remarks
6.1(Fineness 4031 Part 2)	-	1460	No remarks
6.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1460	No remarks
6.2.1(Expansion by Autoclave- 4031 Part 3)	-	2640	No remarks
6.3 a)(Setting Time Initial- 4031 Part 5)	-	660	No remarks
6.3 b)(Setting Time Final- 4031 Part 5)	-	660	No remarks
6.4 a)(Compressive Strength At 24 hrs ± 30 minutes - IS 4031 Part 6)	-	1330	No remarks
6.4 b)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	No remarks
6.5(Transverse Strength - IS 4031 Part 8 (Optional))	-	6560	For 1day & 3 days

Complete

14 Aug, 2024

IS 3812 (Part 1) (2013)

Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete

24925 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727)	-	5650	No Remarks
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727)	-	1610	No Remarks
Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B)	-	2860	No Remarks
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727)	-	2280	No Remarks
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727)	-	1760	No Remarks
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C)	-	1460	No Remarks
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032)	-	1760	No Remarks
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727)	-	880	No Remarks
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D)	-	880	No Remarks
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness)	-	1460	No Remarks
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve)	-	2120	No Remarks
7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength)	-	2640	No Remarks
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days)	-	2860	No Remarks
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test )	-	2640	No Remarks

Complete

14 Aug, 2024

IS 1489 : Part 2 (2015)

Portland - Pozzolana cement - Specification: Part 2 calcined clay based

21400 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1760	No Remarks
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	2280	No Remarks
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1760	No Remarks
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	880	No Remarks
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1760	No Remarks
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1460	No Remarks
7 -Table 2- i(Fineness 4031 Part 2)	-	1460	No Remarks
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1460	No Remarks
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	2640	No Remarks
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	660	No Remarks
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	660	No Remarks
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	No Remarks
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1700	No Remarks
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2000	No Remarks
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	10700	For 3, 7 & 28 days strength
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	2120	No Remarks

Complete

14 Aug, 2024

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

24100 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1760	No Remarks
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	2280	No Remarks
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1760	No Remarks
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	880	No Remarks
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1760	No Remarks
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1460	No Remarks
7 -Table 2- i(Fineness 4031 Part 2)	-	1460	No Remarks
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1460	No Remarks
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	2640	No Remarks
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	660	No Remarks
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	No Remarks
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1700	No Remarks
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2000	No Remarks
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	10700	For 3, 7 & 28 days
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	2120	No Remarks
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	660	No Remarks

Complete

14 Aug, 2024

IS 455 (2015)

Portland slag cement - Specification

23740 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985)	-	1760	No Remarks
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985)	-	2280	No Remarks
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-	1760	No Remarks
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	1760	No Remarks
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985)	-	880	No Remarks
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	1760	No Remarks
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1460	No Remarks
7 Table 1 i(Fineness IS 4031(Part 2))	-	1460	No Remarks
7 Table 1 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	1460	No Remarks
7 Table 1 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	2640	No Remarks
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial IS 4031(Part 5))	-	660	No Remarks
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	660	No Remarks
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	1500	No Remarks
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	1700	No Remarks
7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	2000	No Remarks
7 Table 1 v(Transverse strength (optional) IS 4031(Part 8) )	-	10700	For 3, 7 & 28 days

Complete

14 Aug, 2024

IS 16353 (2015)

Portland Cement Clinker - Specification

30410 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 5 Table 1(Ratio of percentage of lime to percentages of silica, alumina and iron oxide)	-	9530	These testing charges are for determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above mentioned ratio.
Clause 5 Table 1(Ratio of percentage of alumina to that of iron oxide,)	-	4040	These testing charges are for determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
Clause 5 Table 1(C3S, percent by mass)	-	11650	-
Clause 5 Table 1(C3A, percent by mass)	-	4040	-
Clause 5 Table 1(C3S+C2S, percent by mass)	-	11650	-
Clause 5 Table 1(Total sulphur content calculated as sulphuric anhydride (SO3))	-	1760	No Remarks
Clause 5 Table 1(Free lime)	-	2120	No Remarks
Clause 5 Table 1(Chloride content)	-	1760	No Remarks
Clause 5 Table 1(Magnesia)	-	2280	No Remarks
Clause 5 Table 1(Alkali content)	-	1460	No Remarks
Clause 5 Table 1(Total loss on ignition)	-	880	No Remarks
Clause 5 Table 1(Insoluble residue)	-	1760	No Remarks
6.1 IS 4031(Part 2)(Fineness)	-	1460	-
6.1 Table 2 i) a) IS 4031 (Part 3)(Soundness by Le-Chatelier method)	-	1460	-
6.1 Table 2 i) b) IS 4031 (Part 3)(Soundness by Autoclave test method)	-	2640	-
6.1 Table 2 ii) a) IS 4031 (Part 5)(Initial Setting time)	-	1320	-
6.1 Table 2 ii) b) IS 4031 (Part 5)(Final Setting time)	-	1320	-
6.1 Table 2 iii) a) IS 4031 (Part 6)(Compressive Strength at 72±1 h)	-	1460	-
6.1 Table 2 iii) b) IS 4031 (Part 6)(Compressive Strength at 168±2 h)	-	1700	-
6.1 Table 2 iii) c) IS 4031 (Part 6)(Compressive Strength at 672±4 h)	-	2000	-
6.2 Table 3 i) (Granulometric composition of clinker(Size <5 mm))	-	1760	-
6.2 Table 3 ii) (Granulometric composition of clinker(Size 5-50 mm))	-	1760	-
6.1 Table 3 iii) (Granulometric composition of clinker(Size >50 mm))	-	1760	-

Complete

14 Aug, 2024

IS 12600 (1989)

Portland cement, low heat - specification

27990 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 - Table - 1 i(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	4040	These testing charges are for determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
5.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1760	No Remarks
5.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985)	-	2280	No Remarks
5.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1760	No Remarks
5.1 - Table - 1 v( Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	880	No Remarks
5.1 - Table - 1 note 2(Alkali content as Na2O - Cl 4.11 of IS 4032:1985)	-	1460	No Remarks
6.1(Fineness 4031 Part 2)	-	1460	No Remarks
6.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1460	No Remarks
6.2.1(Expansion by Autoclave- 4031 Part 3)	-	2640	No Remarks
6.3 a)(Setting Time Initial- 4031 Part 5)	-	1320	No Remarks
6.3 b)(Setting Time Final- 4031 Part 5)	-	1320	No Remarks
6.4 a)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	No Remarks
6.4 b)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1700	No Remarks
6.4 c)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2000	No Remarks
6.5(Transverse Strength - IS 4031 Part 8 (Optional))	-	10700	For 3, 7 & 28 days
6.7 b)(Heat of Hydration- IS 4031 Part 9)	-	4470	Heat of Hydration charges per age

Complete

14 Aug, 2024

Bureau of Indian Standards

The National Standards Body of India

National Council for Cement and Building Materials

NCB Bhavan, Old Bombay Road, Near Raidarga Police Station, Gachibowli, Hyderabad - 500104., Hyderabad, Ranga Reddy, Telangana, 500104

9650466288 ncbhcrt@rediffmail.com

Scope List